A fuzzy random approach of stochastic seismic response spectrum analysis

被引:8
|
作者
Marano, Giuseppe Carlo [1 ]
Morrone, Emiliano [1 ]
Sgobba, Sara [1 ]
Chakraborty, Subrata [2 ]
机构
[1] Tech Univ Bari, DIASS, I-74100 Taranto, Italy
[2] Bengal Engn & Sci Univ, Dept Civil Engn, Shibpur Howrah 711103, India
关键词
Seismic response spectrum; Stochastic process; Credibility theory; Alpha optimization; SETS;
D O I
10.1016/j.engstruct.2010.09.001
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The primary objective of the present study is to explore a new definition of seismic response spectrum, where the uncertainty, that strongly affects the system and excitation parameters, is treated by fuzzy random theory. The proposed work is based on a simultaneous probabilistic and credibilistic representation of uncertainty used in a specific variety generally known as fuzzy probabilistic approach. The standard stochastic approaches normally consider the ground acceleration as the only source of uncertainty modeled as a stochastic process with deterministic structural parameters. But, in reality the parameters of the ground acceleration have a fuzzy credibilistic nature. In the present study, a methodology is proposed to describe the ground motion model that considers the credibilistic nature of the parameters involved. At the same time, the structural parameters are also considered to be fuzzy type, in order to take into account properly the level of approximation that affects their determinations. Thereby, a fuzzy version of the classical stochastic response spectrum evaluation of linear systems is obtained. The consistency of fuzzy stochastic response spectrum obtained by the proposed approach is studied with respect to available non-probabilistic formulations reported in the literature. (C) 2010 Elsevier Ltd. All rights reserved.
引用
收藏
页码:3879 / 3887
页数:9
相关论文
共 50 条
  • [1] Analysis of structural fuzzy random seismic response
    张跃
    王光远
    [J]. Earthquake Science, 1995, (02)
  • [2] Random seismic response analysis of stochastic structural system
    Wang, Feng-Wu
    Lou, Meng-Lin
    [J]. Tongji Daxue Xuebao/Journal of Tongji University, 2004, 32 (01): : 6 - 9
  • [3] Seismic analysis of isolated structures by the response spectrum approach
    Falsone, G
    Muscolino, G
    [J]. EARTHQUAKE RESISTANT ENGINEERING STRUCTURES II, 1999, : 637 - 646
  • [4] A response spectrum based stochastic approach to estimate the peak response of structures subject to seismic pounding
    Giaralis, A.
    Spanos, P. D.
    [J]. APPLICATIONS OF STATISTICS AND PROBABILITY IN CIVIL ENGINEERING, 2011, : 1572 - 1579
  • [5] Study and application on random seismic response spectrum
    School of Civil Eng., Xi'an Univ. of Arch. and Tech., Xi'an 710055, China
    不详
    [J]. Xi'an Jianzhu Keji Daxue Xuebao, 2006, 4 (473-479):
  • [6] A fuzzy approach to stochastic dominance of random variables
    De Schuymer, B
    De Meyer, H
    De Baets, B
    [J]. FUZZY SETS AND SYSTEMS - IFSA 2003, PROCEEDINGS, 2003, 2715 : 253 - 260
  • [7] A RESPONSE SPECTRUM APPROACH FOR SEISMIC ANALYSIS OF NONCLASSICALLY DAMPED STRUCTURES
    YANG, JN
    SARKANI, S
    LONG, FX
    [J]. ENGINEERING STRUCTURES, 1990, 12 (03) : 173 - 184
  • [8] Probability density evolution analysis of stochastic seismic response of structures with dependent random parameters
    Wan, Zhiqiang
    Chen, Jianbing
    Li, Jie
    [J]. PROBABILISTIC ENGINEERING MECHANICS, 2020, 59 (59)
  • [9] A RESPONSE SPECTRUM APPROACH USING MODEL ORDER REDUCTION FOR SEISMIC ANALYSIS
    Oh, Jinho
    Choi, Jinbok
    Ryu, Jeong-Soo
    [J]. PROCEEDINGS OF THE ASME PRESSURE VESSELS AND PIPING CONFERENCE - 2013, VOL 8: SEISMIC ENGINEERING, 2014,
  • [10] Stochastic Seismic Response of an Algiers Site with Random Depth to Bedrock
    Badaoui, M.
    Berrah, M. K.
    Mebarki, A.
    [J]. ISCM II AND EPMESC XII, PTS 1 AND 2, 2010, 1233 : 516 - +